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,1-i.S T U i?-• OLIO 25 LEGEND: 1353 L 5ti/ i'7 �pituul 55 SANITARY SEWER Pacific --SD STORM DRAIN Community Design PLANT STREET TREES: SW ROY ROGERS ROAD w WATER LINE 12564 SW Main Street 2" CAL. KATSURA TREE/ ,-, -- r:ri � �. U MANHOLE Tigard,OR 97223 CERCIDIPHYLLUM , { � [T]503-941-9484 10.00 �— 1'- �,. JAPONICA, TYP. _ -FUTURE CURB AND GUTTER, TYP. LANDSCAPE TRACT M CATCH BASIN DATE: 10/06/2016 - _ - - -_ f -� -_ STREET LIGHT _- =- _ ___m ,, � �"`� _ �� -- >,,�_._ ; � � REVISIONS .Mr L.. - 1 - i STRAW WATTLE PERIMETER 'i NO. DATE DESCRIPTION �. 7.50' - _ I p `� /�� / EROSION CONTROL ;1 — — — STREET SECTION, SEE , L- - 264.0 10.01' 263.6 ___ `__ 7:"". _. —. ...——'= - - _._ -- — -___ © CONSTRUCTION r, -- - - DOCUMENTS 15.3' t - ate.. _ _ �• l 262 - -- — 14.17 - v _ -- _,---1 262 r �r — — — — - 1260 ---1 _ SETBACK SUMMARY } __._I -_ 258 ---- - - 1r ---- L r -4 256 -- FRONT SETBACK: 12' , W �jI1121 ti It REAR SETBACK: 10' III 1 (� �, .I �d COVERED PATIO: 5' 0 00rji ' 0.00' m I it r 1,096 SF i r �- II GARAGE SETBACK: 20' - E 1 \ ! BUILDING: 'jt ' PORCH SETBACK: 8' 0. II 1 210 i II I 211 FIRE CODE SIDE SETBACK: 3' l 1206 '" UFF=266.5 208 l 209 ,11 O 1 1 I TRACT L I n n , 1 �I 1 I I 0 205 \ �� ( , , GFF=257.5 1 I I __ , - __ FRONT I� I o 1 �� aI 1 i GARAGE II - - _ '��-1" .1 II _ LOT COVERAGE: i I, I - r -'-__ _ ^ —_ '1 -L. lir lir-r. -- SIDEWALK _ /I t I 1 L O - - IIr--6.00' LOT AREA: 1,096 SF-- i 20.12' — RIVER W ~` \ I -- - - ; PUE 1� — — J — 0i -- = ::::z::INT 65SF- - I< — — 256 \ 35 SF NORTHWEST 1 3' l — N ' 1 / 1, I" Oj :: 'i° illr CANTILEVER LIVING SPACE. 9 SF o _. JINN __IIIIIMIW4N11, ' — —-------\-,- TIO 0 SF a _ _ N / N j COVERED PA PLANT N (1) STREET TREE: t� \, I .... _..t - _ -AA `, ' 2" CAL. HEDGE MAPLE/ M . \ AA N =1- * __. WATER METER ACER CAMPESTRE - DECK AREA: 72 SF LOT 207 1 _- �,� - {1 v Cs! _______ ns TØ tl: TOTAL COVERAGE: 681 SF PLOT PLAN _-___ s -- SANITARY LATERAL SW BEACH PLUM TERRACE 32.00' °' 62.1 % o 2 '-'-'S ---"'"----Tjs---; ( IMPERVIOUS HCL ss� w �. `� —7 �N \ vn`n� v AREA: 877 SF =I:ill Liffar/AIIIIMallmll- O -\---t--4111 .. I _ _ --- _ - ..... 411011.111kt V CD l — — �`� — CITY OF TIGARD 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by la ingCP ^„ Date: C.7� / PROJECT NO.: 395-037 0 2 S 1 W V TYPE: CONSTRUCTION Initials: O SCALE REVIEWED BY: PRE 0 LOT 207 (R-12, ROW HOME) ,O a O, 0 RIVER TERRACE NORTHWEST Z 13532 SW BEACH PLUM TERRACE 1INCH=20 FEET LEGEND: ss SANITARY SEWER Pacific SD STORM DRAIN Community PLANT STREET TREES: SW ROY ROGERS ROAD w WATER LINE 1 Design 2" CAL. KATSURA TREE/ y 12564 SW OR 97Street � Tigard,OR 97223 . MANHOLE �.: CERCIDIPHYLLUM r- ---t_ vv 10.00' JAPONICA, TYP. ! / - FUTURE CURB AND GUTTER, TYP. l' m 03-941-9484 �v, LANDSCAPE TRACT 1 - STREET DATE. 10/06/2016 1 ET LIGHT _ -. ----0,_ -_ i .�_:--� �� � ---�` .. tx�; 1.; - REVISIONS 1 _,/,---_,--,- � `-- x-- .±...1_ �---�'- � - `� �,�? �� ti - yy- ` �-`�-- -�= STRAW WATTLE PERIMETER No. DATE DESCRIPTION ..7.5 _--_ _ _ �---�~ � Ir, - PUE ; _ — 2-763.6-------__11_ — --f /. EROSION -- \ Y - >' --- ..... — _ = _ OL__ EROSION CONTR10.01 - STREET SECTION, SEE 7-7,74/-------''-7--- _- -------- � _ - _ - - = _ - 0 CONSTRUCTION DOCUMENTS __IT 262" — 1417' — N __ _ �, 262 r — — — — f 258"1--:-_--:_v---v1---5-761:1---- - _�___ tlr --- -LT _ _ _ SETBACK SUMMARY I FRONT SETBACK: 12' —_--- I2 --- _-_,Z-.1liv; 1 i pi T 1 a- - -II 7-- REAR SETBACK: 10' I 0.00' I �I ,� COVERED PATIO: 5' I _ . o,° i / , 1,096 SF I 1 _ GARAGE SETBACK: 20' F I ' 3 1 PORCH SETBACK: Q I, BUILDING. ; I, 8' m i SPLEX K7A - 11a, .IPrq ll o _ I TRACT C L I I 1206 UFF=266.5 208 209 210 i 11 I 211 * FIRE CODE SIDE SETBACK: 3' If- I � it I e 0 205 II I - GFF=257.5 ' i 1 II , I FRONT I I i 1 o o �� ' ;' I� GARAGE I 3 r� II _ _ LOT COVERAGE: o - _ tai -- I SIDEWALK _ I -1 I 0 L 0 - -~„.-Jr- 20.12' 11 -6.00' LOT AREA: 1,096 SF w -`— I y ► - - - - - j1 PUE - - RIVER - BUILDING FOOTPRINT. 565 SF T a herte _3ERRACE �y►-��i ate• �!��� �IL����� V�� ��w ��wo� ,sem`� 15.3'_ _ b K --"�-� —r- / / '; 256.0 i5 COVERED PORCH. 35 SF NORTHWEST pgig 25 .3 y - \� CANTILEVER LIVING SPACE: 9 SF J mearso Lo - — �r _ N - _._ - - COVERED PATIO: 0 SF —I—I-- _r ` ( X, M J � PLANT (1) STREET TREE: , �, v� .. an1 2„ CAL. HEDGE MAPLE/ i ,�t N �, DECK AREA: 72 SF j�-- - __ WATER METER ACER CAMPESTRE LOT 207 o1 O« ______ -_- OS 1 ---'u5 -+-----I- CI: _. .___ TOTAL COVERAGE: 681 SF ___-_.._ OS PLOT PLAN SD SANITARY LATERAL O 32.00' so --- SW BEACH PLUM TERRACE m 621 % _ 'SSS c SS �n-_ \„,_,-.4. -'- i S,.<7 I' r� ... ~ IMPERVIOUS AREA. 877 SF a - ! `` 55 , f \, °' CITY OF TIGARD 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Pla ping0 ) /i PROJECT NO.: 395-037 2S1 W6 Date: I TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE LOT 207 (R-12, ROW HOME) Initials: 1— 10 20 rn RIVER TERRACE NORTHWEST ffZ 13532 SW BEACH PLUM TERRACE INCH=2°FEET o o 0 N 6 all C ,/ 7 a o V U w .. 8.1,-2" rn 131-71/2' 15.61/2' -0' 8'�' 5-1" S 1' 8'�' -0' 51-1' 8'3' -0' 15'-5 1@' 71a. i 1 1r 1 ' i1 �' ro -- 2-31 11%2 yr '°°°' �'°' 11'-21/1'2110N ' 1 T �d■� .1I3■■ - 1 lV r . mi . 44 u) ro ro 13 R Irmi ed c -_,.0 c. 1.,.�_r•,. rigI1��t .,i�i� I�t __ ,��t�d����l�� �r tom. ` ;lir�.��_�_ri,mi �--r" re �� ..ice'•' 11im■ :m:v ocww.i , F.. ��\ '�` .0 �* l 'WMw�lNIretell SIM Ali . I` : ( PATIO CONDITION ) CONTRACTOR NOTES: /// 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS (UNLESS NOTED OTHER WISE) 4)USE CAUTION WHEN GUTTING = Ma aMI Ma IIIM FOR PLUMBING 5)PROVIDE PROPER SUPPORT AT ALL I � � _ 1111 it ____( --=- _ H r •� HIS ii !i...:.. ;i .i ' ! ii1111 shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible For approving this PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL ayout prior to any construction. DESIGN NOTES: ___ _ _ _ THIS FLOOR SYSTEM WAS --- -- -- DESIGNED TO MEET OR EXCEED THE LIVE LOAD DEFLECTION CRITERIA ***DECK CONDITION*** OF L/430 \ FLOOR LOADING. 40psf LIVE LOAD • 9-1/2 RFPI-20 0 16°O.G. 9-1/2 RFPI-20 0 16°O.G, .1-1/2 RFPI-20 en 15"O.G. 9-1/2 RFPI-20®1 6"O.G. 9-1/2 RFPI-20 0 1 6"O.G. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE / SLEEP/NG AREAS: 30p5f LIVE LOAD R R, R1 R1 Rt 12psf DEAD LOAD =i=i I�I�i�i)Tii�ll IINWIr:t�iWaiiWiSii�maliMii�iTll IISTil�i'�Tii�ilrii�ii�i�i�i�i'•II — .. Y ,, ., :'Ijl��i—. '—•I�� ,•_may �iiiMionr_s1,1�iWaiiTii�Mi'-` I� IHHUHII w Ii1 , „ „ ,, ; I ! ROOPLOAD/N6: R1 i � III i` yy 'I i1 e 2,,,,,,,,,,,' i 4R 215100sf LIME LORD - ,_ fi, 1 . .. _._ _ r / �' ! 'I p }� .f isf DEA __ j' F I I� D LOAD 11--17j f i 1 i I it —�f— R1—iI -57 a •I } a !� ! II �3 -H .4T _� '3 1� .: .�b .Lp 9 11. R1 N 11 I 11 I ) a a, 1''I j1 I ii II i I i 1 1 11 11 j II I Ill 1 iI 111 i i 5.°.".2::, ..:''' .H«..,.7 I • ! ;; 11=�iI�;iE .:.-.. —. •, i - � �=11 �I' Y} - -_ I I 3 R, Rws9,s H.-5 .-5 _,- yam— .Ye-- tHe 23j '� ii ',.w'u�� I L - 1: II II 1 Mw .-. II 1 1 I 1 --L— H1 it -.... ' R1 II W R1 R2 ( i J1f •{T .4I' -1 .11 JTf i t .. C �_ "R • 'G�' roiuro' II II �� I! 11 �'I ,, I 1' i iI ,'��.I 1i m ►i �Q i 1 it II 1 I I II I' 3 IM0 _< 1i i 1 I j I I� m i-,- ti..x, i R, R1 s tom_ � � -b.a it R1 i II I. R1 I li ,,'7 '= W m.p4a.,mAxawu p 11 �® �- II R, ,- , li -1 Rt I R1 R1 it I 1 I I ! II L 6T .w�eri ,.xtm II .I I� I I 1i I I' it 7 'I RFPIBLOGKMG PANELS NRH MARKGNALLABOYE ..., II II iI „ , II i 11 I I i f' I i I , I it I'I I N.T.S. R2 h` Ii it 11 I� 1 I �i i; i !� i l ., j II 'p R2 11 i I 1 ' JB I B1Ii II 4—I_ ].I_-_'i ii .�—I� 1 _. v— 1 i LLil.. LIR.-: e '¢_ A 1 . 16 ' I i I q I� I I �.. l i .I� / rosTsFRo���S [ :I B 11 I ;I I 3 3I I 1j1 ilk 5693116 AREA OP BLOCKS III, I: I :1 11 II � I. I 1 I I I a�WroroSrA°o E I _• I i ! I Tr Bs p i i{ 11 II f i t' I I I !as III* iill • 1 I 11 s. a Js 1> a a° Jb I B; a, L� {3 I , Vj II JIS h '6T I ei et I, bk 4i a �a a I l e ��o H41 'I �� L aifI In a,f I I B R3 '� .� l IL� .� ,�y R III i i ! t iI R2 \ i W I I l l I i 1 I i hi i I - lira I II i ii 1 1 II R 11II - !I 1 ,..-s. _ F - lI I ( I l I. 10:R2 -- - .�_.,`- -- HoLl _ - I 1 11 �Inh ,�II p �I 1 I I �I� s .b_. e� J ii, 1L l� I HD 3 -,- � J-R Ji nx3 ,� H ! Ji i �3 R2 :II : li .._,..I :.i ab C/ I I •._.. .:_I _ _.. '---- r- a '.� -""F” R, -11111111• ••1••-I- -N -,<"�_ R2 POST LOAD TRANSFER DETAIL L 1 „I.__ ii__.. �, ea. 55 42 63 . •i i N.T.S. d ' D. (4.-1 /MPORTANT.I ❑X CONFORMS TO DESIGN CONCEPTCONFORMS TO DESIGN CONCEPT ® REFERENCE INSTALLATION I ...FOLLOWING MATERIAL LIST COVERS EITHER CONDITION+++++ CONFORMS TO DESIGN CONCEPT WITH PL 1 6-29'1(MAIN) norsao°-2,01 ❑ CONFORMS TO DESIGN CONCEPT WITH GUIDE FOR ALL FRAMING REVISIONS NOTED REVISIONS AS SHOWN DETAILS AND I-JOIST INFORMATION FVL r0cN ENGLisHREVNAL s-PLex E-TEARR-1(A) ❑NON-CONFORMING-REVISE&RESUBMR ❑ NON-CONFORMING-REVISE AND RESUBMIT MM rk• sf•rW w Width Dpth ads city Gut 1-th Tot Lth 15 17151-,Rim 5/a 1.5E 35 20 Iso TOO SHOP DPAVIINS NAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SEP CRATING NAB BEEN RETIEWED FDP GENERAL LDNFDRS/ERR 322 055 Rin 2 t° WITH DESIGN CGYCEFT ONLY AND ODES MDT REtIE\'E ?HE PITH TIE DESIGN CONCEPT ONLY AND XIS MT RELIEVE THE LE6EN17: 50 BEAM2 tT/D 2 to ° �e DRAWINGS. N'ENDCRC OF RESPONSIBILITY A RF CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CDNFDBWILE MTh THEI. liA, H0R2 G••cadesi 24F-va ,/2 Fb-2400 C.AN'ING..GPECIFIGATICNS.AN pPPJCAO E CGJES AM OF WHICH NAV`. 5 1/� ° PRIORI?, FR David R Burnett DV:, 7516 HDR Bl19id m�VL aP-V4 1 5/2 t0 2 El,1.5E0O t4 102 t.,V By: OVER NA�rRCltl ADASa'.rnvnIFICAtIDNRate'Jul,1,2DDa:TY Pacifi 5 2 MAIN FLOOR JOISTLAYOUT �-� 5, RI id 5 < , . ( H ?- HANGER= GALLOUT 52 y a 2 ° --. \JARCHITECTSALL OF midi Hpv.oat ® 16 a4 �5 2.1E 2 ° SCALE: 1/4'= 1'-O' MILBRANDT L B R A N D T AR C T E S =SUPPORTING POST BG SEAM 5 1/2 2.,E 2 2 CT ENGINEERING INC & TRUSS COMPANY ® =POST LOAD ABOVE 4 40 ' 61. ;_ 1%_ 1.5E 212.1E 10 ;a =° ROSEBURG FRAMING SYSTEM'" .151° RE19-20x5 LVL 5/4 %2 5 55G3 w. R -RIMBOARD - 5/q i/� to am-2o 5r ° 10515 5W ALLEN BLVD BEAVERTON,OREGON 91005 (505/558-955E LB =LVLBLOGKING - s5a •';/� quoHlyengineered wood products for lodaysbuilder- PACIFIC LUMBER COPYRIGHT 20IB PLAN: ENGLISH REVIVAL. 5-FLEX E--HA)K-1(A) (LOTS 20b-210) JB =JOIST BLOCKING J. 195191-20 5/4 J5 5.19191-20 t/2 2 16 52 ; RIGiDLAM-LVL RIGIDRIM CUSTOMER: POLYGON These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. J =JOIST GALLOUT _ The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber -OSENiDC9 FOREST PRODUCTS NtQ4F811QQ foYYSTPaGbNAL•ys PLAN DATED: 6/25/16 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other B =BEAM(FLUSH w/JOIST) �" RPM 3/4 5/4 v2 s t 2 eo product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or NOR =HEADER(BEAM BELOW JOIST) Accessories H - - - . copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include DESIGNER: KAM/L.MENDER5ON DATE: 15/50/1 6 Al,1550-0,11,40 penalties of up to$20,000 per work Infringed,and$100.000 per work infringed willfully. RFPI JOIST BBO-BEAM BY OTHERS H3 2.1410 ,0 NPLiSCiaRG1 TP6ODRCt5 FL 1 6-2 1 1 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE > <START FRAMING HERE ; START FRAMING HERE <START FRAMING HERE <START FRAMING HERE o 0 0 0 O IBM401 IBM6I BM6 e M Ilme pP BM6 ® ® II = d — I _ - I IBM40I . _ `� =='= eINiTiii ->s-� �I _ _ �- II IRM1I _ Tfu �I� RM11 r- c Tfl'ei1 ter- -a-1RM1 • p — o n , 0 o �— — �lt�l iT.TN_•— __, _= =..._:.v-- —z- p I m co m m m II ,I Q _ - '. _i II o II N ... --} I I o 0 0 o o II Y m - .' ® '- �`_ II I }_.c, QQ _ ii•-5-- 2 2"co co co co co LL LL LL -LL 2 pap um.F - 1 0 O I LL LL LL LL LL LL HI _ C7 _ J Im i=]I ` ! 1121 m ttD IIS i .. I 0 0 0 0 0 Y. 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I ---4M IS g f D —9 p li c 0 I 41i g w �RM1IP I'Mil M IBM24I` MEW.9I BM24 co 1-0 80 BM24 - "� 1 9 IRM1I [� T I Rr ,.�a� RM1VI RM1 Q e cc RM1 'i } 'RM1I 0 re re re El-C ® CONFORMS TO DESIGN CONCEPT u ❑X CONFORMS TO DESIGN CONCEPT co5 v S S a Le CONFORMS TO DESIGN CONCEPT WITH a CC Q O ¢ Q ❑ CONFORMS TO DESIGN CONCEPT WITH m o ❑ m 0 D. W a cc LL REVISIONS NOTED LL N O co O REVISIONS AS SHOWN g LL a 3 ❑ NON-CONFORMING-REVISE&RESUBMIT ¢ ¢ a El NON-CONFORMING-REVISE AND RESUBMIT o o _ o 0 THIS SHOP DRAWING ART BEEN REVIEWED FOR GENERAL CONFORMANCE = THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE _ r y o co WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE m y WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES ALL OF WHICH HAVE E. 2 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF PION HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. By__ David R Burnett Date_ 7/5/16_. By: Arnold R.Solo.on Date.July 1.2016 MILBRANDT ARCHITECTS CT ENGINEERING INC _. 1 + Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 RM1 37-00-00 1-3/4 X 20 LVL 1 8 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3 • BM23 14-00-00 1-3/4 X 20 LVL 2 6 ENGLISH REVIVAL 5-PLEX E-7(A)&K-7(A) LOTS 206-210 I ALL BEAMS AND CONNECTORS PER ENGINEER BK1 12-00-00 1-3/4 X 20 LVL 1 3 FLOOR LOADING: Paola .,, umber BK1 11-00-00 1-3/4 X20 LVL 1 5 BK1=BLOCKING 0 LL BM40 11-00-00 1-3/4 X 20 LVL 2 4 PL16-297 UPPER RM1=RIM BOARD 150L & TRUSS COMPANY BK1 10-00-00 1-3/4 X 20 LVL 1 3 REFER TO STRUCTURAL PLAN FOR RM1 10-00-00 1-3/4 X 20 LVL 1 7 6/29/2016 ADDITIONAL POST TRANSFER BM6 10-00-00 1-3/4 X 20 LVL 2 6 BLOCKING REQUIREMENTS. RM1 7-00-00 1-3/4 X 20 LVL 1 2 BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I Aft BM4 5-00-00 1-3/4 X 20 LVL 2 20 BM2 4-00-00 1-3/4 X 20 LVL 1 5 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. It—=—'G—.„:—;—=.—,1 ACCESSORIES QTY I III'—Ire" . e" .�—11 RM1 4-00-00 1-3/4 X 20 LVL 1 3 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA _ BM24 4-00-00 1-3/4 X 20 LVL 2 6 RM1 3-00-00 1-3/4 X 20 LVL 1 3 O HIT420 86 SHEET 2 OF 2 _ RM1 2-00-00 1-3/4 X 20 LVL 1 21 RM1 1-00-00 1-314 X 20 LVL 1 6 1-3/4 x 20 LVL BLOCKING 71' DO NOT: Loosen, remove,cut or notch © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36" SHEET any part of the open web joist.